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    Properties of Different Pumice Grades Blended with Cement

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
    Author:
    Uma Ramasamy
    ,
    Amanda C. Bordelon
    ,
    Paul J. Tikalsky
    DOI: 10.1061/(ASCE)MT.1943-5533.0001891
    Publisher: American Society of Civil Engineers
    Abstract: The research focused on determining the effect of fresh and hardened properties of paste, mortar, and concrete using high Si-Al-Na–containing pumice as a supplementary cementitious material. Three crushed and sieved powder grades of this pumice were investigated at different percentages of cement replacement, up to 30%. Of the fresh properties, hydration kinetics from a calorimeter showed lower heat of hydration, and Vicat setting times indicated slower hardening response with the increased addition of pumice of the same grade. The finer grades of pumice showed reduced compressive strength compared to the control mixture, but enhanced strength compared to coarser grades. Durability tests of mortar samples were also performed. The addition of pumice and the finer grades of pumice showed enhanced resistance against both sulfate attack and alkali–silica reaction. A replacement of cement by 15% regardless of coarseness of the pumice grade was sufficient to prevent alkali–silica reaction.
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      Properties of Different Pumice Grades Blended with Cement

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    contributor authorUma Ramasamy
    contributor authorAmanda C. Bordelon
    contributor authorPaul J. Tikalsky
    date accessioned2017-12-30T12:58:21Z
    date available2017-12-30T12:58:21Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001891.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244036
    description abstractThe research focused on determining the effect of fresh and hardened properties of paste, mortar, and concrete using high Si-Al-Na–containing pumice as a supplementary cementitious material. Three crushed and sieved powder grades of this pumice were investigated at different percentages of cement replacement, up to 30%. Of the fresh properties, hydration kinetics from a calorimeter showed lower heat of hydration, and Vicat setting times indicated slower hardening response with the increased addition of pumice of the same grade. The finer grades of pumice showed reduced compressive strength compared to the control mixture, but enhanced strength compared to coarser grades. Durability tests of mortar samples were also performed. The addition of pumice and the finer grades of pumice showed enhanced resistance against both sulfate attack and alkali–silica reaction. A replacement of cement by 15% regardless of coarseness of the pumice grade was sufficient to prevent alkali–silica reaction.
    publisherAmerican Society of Civil Engineers
    titleProperties of Different Pumice Grades Blended with Cement
    typeJournal Paper
    journal volume29
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001891
    page04017040
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
    contenttypeFulltext
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